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| 1 | Earth work in excavation of drain both in dry and wet conditions by mechanical means in all kind of soil including stoney earth, gravel moorum mixed with all leads, lifts and delifts, dewatering including trimming of slopes and bed to design section and depositing the excavated materials to the spoil banks or any other approved place including leveling and rough dressing for formation of embankment as per the specification and design with cost of hire charges of all machineries T & P ,operations maintenance cost with all leads, lifts and delifts etc. complete including taxes, labour cess T&P etc complete with all cost incidental to the work as per the drawing specification and direction of the Engineer-in-charge. (Measurement to be taken on initial and final level of sections) Bed width within 8.00mtr. |
| 2 | Earth work in excavation of drain both in dry and wet conditions by mechanical means in all kind of soil including stoney earth, gravel moorum mixed with all leads, lifts and delifts, dewatering including trimming of slopes and bed to design section and depositing the excavated materials to the spoil banks or any other approved place including leveling and rough dressing for formation of embankment as per the specification and design with cost of hire charges of all machineries T & P ,operations maintenance cost with all leads, lifts and delifts etc. complete including taxes, labour cess T&P etc complete with all cost incidental to the work as per the drawing specification and direction of the Engineer-in-charge. (Measurement to be taken on initial and final level of sections) Bed width Beyond 8.00mtr. |
| 3 | Earthwork in excavation of foundation of structure by mechanical means in all kind of soil in wet & dry condition, shoring shuttering, propping bullahs, dewatering the foundation including dressing, leveling, ramming the foundation bed & sides with pneumatic rammers/fuel operated compactors and removing the excavated materials with all leads, lifts and delifts away from worksite & depositing the excess materials in spoil banks or any other specified places by manual/mechanical means etc. complete with all cost, conveyance and T&P as per direction of the Engineer-in-charge. |
| 4 | Providing & laying cement concrete conforming to M15 grade in approved surface using 20 mm & downgraded black hard granite crusher broken chips aggregates and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture means including curing for specified days by suitable means with supervision charges, hire and running charges of machineries required for the work as per approved drawing and specification etc complete with all cost incidental to the work as directed by Engineer-in-charge.. |
| 5 | Providing Form Work for concrete with F1 finish for unexposed surfaces of structures with steel shutters rigidly fixed, efficiently propped and braced with bullah & steel of approved specification and dismantling and removing of forms after allowing required stripping time and stacking the same for re-use, making good to the surfaces where necessary with all leads, lifts and delifts, including greasing, oiling the shutters, cost of all materials, etc. all complete as per direction of the Engineer-in-Charge as per technical specification. |
| 6 | Filling in foundation & plinth with excavated materials including watering and ramming etc. complete as per the direction of the Engineer-in-Charge. |
| 7 | Supply of R.C.C. Hume pipe Np3 - 600 mm dia including cost, carriage etc. complete and labour for laying and fixing in position including collar joint with cement concrete (1:2:4) using 12mm size CBHG chips including all cost, carriage, royalty & currying etc. complete as per direction of the Engineer-in-Charge. |
| 8 | Earth work in any approved type of soil except sand and sandy soil from approved borrow area after stripping the surface to required depth, loading into transport vehicles, carriage of earth by mechanical means, unloading the earth within lead of 1.00 Km on properly prepared and scientifically approved surface (trimming the surface, removing the debries, benching the old embankment & levelling to proper profile), spreading the earth in layers not exceeding 22.50 Cm in height, rough dressing & breaking the clods to maximum 5 to 7 cm in size and dressing the embankment to proper level and profile, including all taxes, royalty, cess etc. as per direction of the Engineer-in-Charge Please Enable Macros to View BoQ information |
